沿海某港口工程高能量强夯地基处理引起的地层侧移分析

工程施工引起地下侧移所导致的工程事故已屡见不鲜,且往往造成重大损失.但对这种位移,特别是对强夯引起的地层侧移,则很少有专门的监测和分析.通过对某港口工程高能量强夯试验中监测到的40次侧斜资料的整理,从波能与应力两方面分析了地层侧移的机理,讨论了影响侧移的主要因素,指出了本工程的最大侧移值(124 mm)及所处的深度(5～6 m).这对于积累侧移资料、指导安全设计与施工以降低工程事故率具有重要意义.     

三通道无线振动数据采集系统

本文阐述了一种采用无线方式进行数据传输的振动数据采集系统。在测量端使用低频拾振器拾取振动信号,并用模数转换器实现振动参数的模数转换,精度可达19．5mV。数字振动参数以无线的方式发射出去,在接收端应用远程可视化编程系统接收采集数据。系统对振动信号的采集及时准确,无线技术使得信号传输方便;远端可视化控制系统使振动数据采集、过程监控更加直观。     

Vertical impedance of an end‐bearing pile in viscoelastic soil

This paper presents a new method to derive the analytical solution for the vertical impedance of an end‐bearing pile in viscoelastic soil. The soil is assumed as a homogeneous and isotropic layer, and the pile is considered as a one‐dimensional Euler rod. Considering both the vertical and radial displacements of soil and soil–pile coupled vibration, the governing equations of the soil and pile are established. The volumetric strain of soil is obtained by transformation on the equations of soil and variable separation method. Then the vertical and radial displacements of soil are obtained accordingly. The displacement response and impedance function of pile are derived based on the continuity assumption of the displacement and stress between the pile and soil. The solution is verified by being compared with an existing solution obtained by introducing potential functions. Furthermore, a comparison with two other simplified solutions is conducted. Numerical examples are presented to analyze the vibration characteristics of the pile. Copyright © 2014 John Wiley & Sons, Ltd.     

Rocking vibration of a rigid circular disc in a transversely isotropic full‐space

In this paper, forced rocking vibration of a rigid circular disc placed in a transversely isotropic full‐space, where the axis of material symmetry of the full‐space is normal to the surface of the plate, is analytically investigated. Because of using the Fourier series and Hankel integral transforms, the mixed boundary‐value problem is transformed into two separate pairs of integral equations called dual integral equations. The dual integral equations involved in this paper are reduced to Fredholm integral equations of the second kind. With the aid of contour integration, the governing integral equation is numerically evaluated in the general dynamic case. The reduced static case of the dual integral equations is solved analytically and the vertical displacement, the contact pressure and the static impedance/compliance function are explicitly determined, and it is shown that the pressure in between the plate and the full‐space and the compliance function reduced for isotropic half‐space are identical to the previously published solutions. The dynamic contact pressure in between the disc and the space and also the related impedance function are numerically evaluated in general dynamic case and illustrated. It is shown that the singularity exists in the contact pressure at the edge of the disc is the same as the static case. To show the effect of material anisotropy, the numerical evaluations are given for some different transversely isotropic materials and compared. Copyright © 2010 John Wiley & Sons, Ltd.     

空时自适应处理中卫星信号互相关峰值偏移分析

将空时自适应处理建模为一个有限冲激响应（FIR）滤波器,分析了空时自适应处理对导航信号的码相位偏移。该滤波器的响应同时取决于信号的频率和入射方向,将滤波器的输出与本地序列进行相关,可求得互相关峰值的偏移量。以GPS中的C/A码为例,针对空时自适应处理中典型的最小方差（MV）和最小方差无失真响应（MVDR）准则进行了仿真实验。结果表明,干扰从低仰角入射时影响范围更大,而MV准则在抑制干扰的同时,带来的互相关峰值偏移较MVDR更加明显。     

含水量累积区与冰雹增长行为之数值模拟

利用三维冰雹云模式联合三维粒子增长运行模式,对一例具有累积区的雹云进一步展开研究.结果表明:(1)累积区既是雹胚和冰雹的形成区,也是二者初期的快速增长区,但并非主要的增长区;(2)源于累积区的雹胚粒子,至少要达到毫米以上才有可能最终长成中等以上大小的冰雹,而且初始粒径越大最终产生的大冰雹的尺度越大、数目越多;(3)大冰...     

桥塔涡激共振可靠性简化计算方法

针对桥塔在风载荷下的涡激共振可靠性问题,在涡激振动机理与频率锁定现象研究基础上,提出一种计算桥塔涡激振动可靠性的简化方法.将临界风速结合Re数和Strouhal数建立涡激共振下桥塔安全裕度方程,并引入AFOSM求解方法解决非线性问题,利用MATLAB进行可靠性求解程序编制,在保证计算精度的同时大大降低了桥塔涡激振动可靠...     

双层球面网壳结构的阻尼替代杆件减振控制研究

采用阻尼杆件替代双层网壳结构中的部分下弦杆件,既不改变原结构的网格形式,又对其进行有效的减振控制。在ANSYS软件中建立粘弹性阻尼杆件的数值模型,采用阻尼杆件对网壳部分下弦杆件进行替换,建立网壳减振结构数值模型;分别采用8种阻尼杆件替换方式对结构进行控制,进行结构的三维地震作用分析,在三种常用II类场地地震作用下考察替换杆件布局对结构控制效果的影响。研究表明:阻尼杆件布局方式对结构动力响应的控制效果有较大影响,合理布置阻尼替换杆件可以有效降低结构最大节点位移、最大节点加速度、最大杆件轴力等响应,控制效果可以达到20%～30%。     

长型大截面地下结构的横向自由振动方程

文中综合考虑了内阻尼、外阻尼、剪切变形、横截面转动惯性、轴力和地基模型参数的影响,推得了弹性地基梁的一般自由振动方程。由这一方程可以得到一系列特殊情况下地下结构的自由振动方程。这一方程不仅能从理论上扩展了Timoshenko粱理论,而且在后续的研究中,为研究上述因素对于地下结构的自由振动和强迫振动的影响奠定了理论基础。     

脉冲空化射流钻井技术研究与应用

通过空化射流发生器的结构对提高机械钻速的机理分析,同时结合现场应用,介绍了空化射流在国内外石油行业的市场前景,提出了目前解决钻井机械钻速慢的一种比较简单可行的钻井方法。